erythema
发表于 2025-3-25 07:24:26
https://doi.org/10.1007/978-3-662-13387-3f FRP structures. Comparisons are made between the predicted design behavior and measured responses. Measured vertical bending modes are 2.53 and 8.48 Hz, with a torsional mode at 3.36 Hz, agreeing with predicted design behavior. Walking tests on the bridge demonstrate that it responses strongly to typical human pacing frequencies and actions.
Landlocked
发表于 2025-3-25 10:14:56
The Carcinogenic Potential of Caffeinecal sensor data only and a corresponding 1D CNN is trained for each sensor unit without any synchronization or data transmission. This results in a decentralized system for structural damage detection under ambient environment. The performance of this method is tested and validated on a steel grid laboratory structure.
GROG
发表于 2025-3-25 13:32:45
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滔滔不绝地讲
发表于 2025-3-25 19:25:36
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LANCE
发表于 2025-3-25 22:19:22
Vibration Performance of a Lightweight FRP Footbridge Under Human Dynamic Excitation,uency and span length, composite steel-concrete structure. The main factors that drive the vibration performance of the FRP structure are discussed and some recommendations for vibration serviceability checks are made.
arterioles
发表于 2025-3-26 00:53:28
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conflate
发表于 2025-3-26 07:59:14
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雀斑
发表于 2025-3-26 09:29:16
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来这真柔软
发表于 2025-3-26 14:30:32
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绝缘
发表于 2025-3-26 20:02:35
ng with these amplitude levels. This allows the modal parameters to be estimated based on RD signatures computed with each amplitude level, using time domain parameter estimation methods, and the amplitude dependency of the damping is identified.